Amendment 0002 W912ES24R0002 REFERENCE DRAWINGS D.pdf

E-

1I

WAR DEPARTMENT.

H.A.T.

BY

El. 6820

DATE

O·

D

,Automatic spring driven take-up reel / suspended from hoist structure

4 Conductor rubber c ovenec/ cab/e t Roller (raised) El.6,.82

Provide duitable sprin to prevent sharp ben in cable

Fill cable terminal and plug receptacle wi+h compound

Conduit union

H ater term\na

Lead cable run thru conduit and conduit filled with compound L.P. El.%45.5

Top of baffle

4. Roller(submerged)El.640.5

V

FINISHED STRUCTURE AS OF AUGUST 1936

CHARACTER

REVISIONS

Heaters

ELEVATION

SEE MCCLINTIC- MARSHALL CONT. CG- 19052-SHEETS 51&52. CONT. CG-19053- SHEETS ED 28AL ED288.

GENERAL ELECTRIC CO. DWG. NO. P3929489 & P3929490

Q) q)

CL

(\1 0 f< 658.5

See et

-T

/1\

A

O pen t 9 316.'* 2 3"x 12" d eep w,th a flush cover

See Sheet 56/6 lll

1 1

1 11

1\1 111

11\ 1 1 ll\l1lii

LJ ILJ LJ

lG

El.653.5

El.652.0 A

* Roller(normal) El.645.5

UP El. 651.0

/Z

A

IJ

Pier No. 1 on ty

-- Current

J

3FF

Lit 11

11 1 /50"

11 1 6 31'i

1 1

1 Ili I I lili I 11 1

HI 1 lilli li iLIL-

Driven End

98* Metal Conduit

Junction Box-

SECTION A-A

L

L

LL

Non- Driven End f-Zfe creosote in7preqnated ' planks or asphalt painted transite +obe installed in rear of and as close to heaters as possible.

Geners I Notes:

CO

n h

6--

.510 Max

.4,90;Mi>7 ky k

Le

.6/0

E8

A

U n

LI

00 1 ¥]f' -IN

\O

C to

1 2

-IN-IN

bioo

C

A

ARMATURE HEATER

AN-IN

+ 1

ASSEMBLY

Z

W e12

C

Details & Sections of Roller Gate Armature and Drum Heaters 56/6 Conduit Details --- ---5612 The arrangement of drum heaters indicated is one solution. The final arrangement is contingent on the roller steel work,and may have to be changed considerab/y to conforrn to the requirements of the specifications. Such change as is required to provide an approved arrangement shall be made without cost to the Unihed States.

Ch

2 0

-+ 1

-IN

U

.610"

.510 Max.- .490Min.

n

0i

_L_I

CORPS OF ENGINEERS U. S. ARMY

L."4

U f

Et

He

U

U

A

ASSEMBLY

-100 :+ 1

SCALE: INCH = I FOOT

U. S. ENGINEER OFFICE, ST. PAUL, MI N.

SUBMITTED: APPROVE :

PRAWN BY,J,MJ.

SENIOR ENGINEER

DRUM HEATER

MISSISSIPPI RIVER

LOCK &'DAM NO.5A

DAM

ROLLER GATE HEATERS

AND INSTALLATION

li 9 .

TRACED BY,JM,1

OCTOBER, 1934

M#OR, CORP»F ENGINEERS

CHE¢K SY*4HC, 143

J.C.B.

M-LSA-56/5-FS

D

WAR DEPARTMENT

r- -

L.LI

L r

OI

6, F

-J

5-6

Wipinq Sleeve cable entrance r Jll 1 L e-lili Illo r-7

11 11

U U

'X z-761

I l.

_-JI

2 -_11

1 1

L-J

_ {r0,1- - -

11 11 11 11

Cast iron junction box See Paragraph 8-34 of Specifications iped Joint

- flot head br033

10 5 machine screws

46 Hex. hd. nut we/ded in picicel

3 Conductor cable entrance

- Lead Covered Heater leads

-4

L-J

U

JUNCTION BOX INSTALLATION

FOR ARMATURE HEATER

SCALE: 1= 1'-0"

Platet Thick f GOV f

4 x 2 anchor bar

SECTION E-E

SCALE: HALF SIZE

jAnchor Bars " 8"

E/. 658.5

Anchor Bars"A"

Fill channels with lk' r--pitch to El. 658.5 after SF leads are in place

*8 single conductor lead covered cables 4

7" Ship channel @ 20.3 Ib

Space to be thoroughly dried, filled with clean white sand that passes o *8 sieve and is retained by a *16 sieve and sealed watertight

7 ' 8= . 7= n

4@5.4 /br--«7 11 11 11 11 11

HAT. FINISHED STRUCTURE AS OF AUGUST 1936

E, S.W. 2-8-35 ELEVATION OF PITCH (SECTION D-D),CHANGED FROM 653.0 TO 658.5

BY DATE CHARACTER

REVISIONS

SEE MCCLINTIC-MARSHALL CONT. CG-19052 SHEETS 51&52

G.& W. ELECTRIC SPECIALTIES DWG. C-8050-9

GENERAL ELECTRIC CO. DWG. V-3993328

U

Heater- units :

ti '1 I

SECTION C-C

Pipe

Seeve*

El 658.5 a Watertight Weld

El. 65351 56/6-2

56/6-1 f tif Conduit bushing

Wiping sleeve o be sealed a

If Metal Conduit

4 11 n

€Ship E & 120 tb

1 11 11 11 11 11 11 11 -il -11

1- Watertight Weld

SECTION B- B

SCALE :FULL SIZE

(SEE SHEET 56/5

* T Stuffing box cable entrance for 36*8 cable w)th conduit couphhg

4--86 P late S-95(2'-C

1" pipe plug to be sealed * in place after space is filled with sand

D

* continuous „ wotertight weld 4

SECTION D-D

Weld watertight

, if li li il il

'*-Armature plate hi t t

7.

Plate 5616-3 bolted in place until heaters o re installed

Approved heat resisting and watertight gasket.

Brind smooth

UN 11

3" hexog welded in p

Lf flat head brass machine screw on nut lace

Disconnectin Power Plug

Two entrances on driven end and one entrance on non-driven end

Cable entrance .

Conduit rdunction Box

Automatic spring driven take up reel a l6

CORPS OF ENGINEERS U. S. ARMY

Driven End Non-dri ven

End

SCHEMATIC WIRING DIAGRAM OF DRUM HEATER CONNECTIONS

tuffing box cable entrance for Single conduutor #-8 cable with conduit coupling -

Size of box and number of cable entrances to be determined by the number of heaters used

DRUM HEATER JUNCTION BOX

b Plate

6 Holes drill and tap 96 deep for N flot head machine screws-1

O 0 i 15-

/16

CHANNEL COVER PLATE

STRUCT. STEEL

MAKE 30

SCALE : FULL 51 ZE

T

CONDUIT TO DRUM HEATER

-'A

CABLE REEL

SCALE : = 1'-0"

MARK 56/6-1

WI 4.2 LB.

General Nbtes:

Countersink this side with 80'ds'k.i' deep.

6 Holes drill and countersink for 4 flat head machine screws

0 0

0 0

0 0 0---0--

Connection boxes in face of pier wai 17

Junction boxes on Service Bridge

SCHEMATIC WIRING DIAGRAM OF

ARMATURE HEATER CONNECTIONS

Drill & tapi'-13

HEATER COVER PLATE

MARK 56/6-2

MARK 56/6-3

MARK 56/6-3

All welds to be continuous and watertight Equipment shown in phantom not included in this Contract Sieves shall conform to the requirernents of the U.5.

Standard Sieve Series as given in U.S. Bureau of Standards Letter Circular No.74.

For Roller Gate Heaters and Installation. See Sheet__.5615.

{-iiI W U 601 r'

1 11

1 1,--

Y---

STRUCT. STEEL

MAKE 30 (AS SHOWN) WT. 1.8 LBS.

MAKE 30 (WITHOUT HOLES FOR HEATER) WI 1.9 LBS.

TEMPORARY PLATES FOR SHIPPING ONLY

SCALE. FULL SIZE

MISSISSIPPI RIVER

LOCK & DAM NO. 5 A

DAM

ROLLER GATE HEATER INSTALLATION DETAILS

6"

SCALE: 3 INCHES= I FOOT

U. S. ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER 1934

SUBMITTED: APP VED:

jl

SENIOR ENGINEER MAJOR-ORPS 01FNGINEERS

DRAWN BY: J.T. N. TRACED BY: (ECKED BY:·,.

CY k.j deep for brozing

M-LSA-56/6-FS

/44 k k /4 b U

WAR DEPARTMENT

V.AM.

BY DATE

0.

k

.q)

4\

8" Concrete Pavement

-0633-_-US --- ---

T f f

11 i 1 LL -- 11

N k

FINISH STRUCTURE AS QF SEPI 1936

CHARACTER

REVISIONS

SEE -UNION METAL MFG. CO. - SH. 5931-04, L-54-29, L-54-30, A- 1940, A-2064, L -100 - 29- MI , 89-1

-GENERAL CABLE CORP.- SH. AC-15960. AC-15962-1 AND A-15964

-A. S.SCHULMAN ELEC. CO.- SH. SA-01

IC'

64'-10"

SI

lili lili d k if

I I 11 -- 1 11 I lili

-5

A- of 5ervicer Bridg

13'-9"

16: S

CO

J

(h k

CO

IS-9 "

S

PLAN

bl

-716 to P. l.

-1 '11

6-/ Iu to RI.

vie i / rf=

(2

* f\35<

'1=7, ,1

*c> \2>0-

\ CEr

65, igem \3o

\ -2>r

Junction BOX.

Jee Detail 8

54'- 7"

-1

ELEVATION

-H24 AND 8 -126 8-Cl k

S /0" to R.1.

Storage Yard Light Switches See Sheet 56/5

Storage Yard Light Switches-., SEESMEET 56/9- 1

11 11

Junction Box in place -- <Top of Storage Yard Pavement

---I ,-

EZY=26nclete-2*ing-arun-d- FZb@r -Conlfit- ----- 11 1 1 junction Box- 1 See Deto\\"K/--*.

topx.

A

, /11, 1, '3'-0

111-1-

LE

Pier

No. 14

-5/IL

CO

%1

F

A

1 1

1 1

3 1 Ill

1 11/ 48 'Storage Yard Naver>ter»

.- 1 11 -0

- 9 I.. -6-il....O-/ I ////////////\/1/////T,\ \

1 1 1 1 1 1

91 1 -*311 1

1 1

1 1 1 -U

MARK

S l0

I 1

Z

REQ'D

150'

80t

DESCRIPTION

CORPS OF ENGINEERS U. S. ARMY

BILL OF MATERIAL

2"Fiber Conduit with couplings 2, Metal Conduit Elbows

Condui+ Couplings 40'Metal Pole 8'4*6.6'from boH.

44" Chase Nipples Wiping Cap for 2" Conduit Cable-Terminals for 2 Conduit

#1221cWire Rubber Covered Junction Boxes-Type D 1" Chase Nipples

Conduit E/bows-96"RX30°

MATERIAL

Fiber

Golv.St.

Fiber 5+eel

Brass

C.I.

Fiber

REMARKS

Harrington joint fiber conduit Sherorduct

For coupling 2" fiberand metal conduit.

Union Metal Co.Type 532 with ground sleeve

General Cable Corp. Sh. A/ 5964

General Cable Corp. Sh. AC15962-1

See Specifications. P-4-39 General Cable Corp. Sh . AC 15960

Bill of Moterial isestimatedand shall be checked by the Contractor.

29129-3 Junction Box in Place -

0 0 f · * : 7 A .

2' Metal Conduit Elbow in Place -For Details of Cable Connections 4/.till-5 '« See Sheets 228 & 23123. <8" Storage Yard Pavernent c r \«/ 2" M@tai CoAduitg/bow A.'.

r a *. 6 ..../ . (i) >*, 5=ber Conduit . <JA.*.-,73,9.Lz_ . .- .........'',...'.--,U.,-:-rts,WY*KOF,54 i*S14 r - 26<:p...

ZY" Fiber Conduit

\ 6*8"x 8" Concrete Encasement around Conduit-

I

'1 4 T A.

624'44' Recess to be grouted A to Surface of Storage Yard

\ Pavernent after Pole is Plumbed 1 »

INSTALLATION OF LIGHT POLES

IN STORAGE YARD

F..1

SCALE: 1'6['-0'

Il ' I ' I 4 ''

'/ 1 1 1 / / / / / / / / / 1 /\/ r / 1 i / '/// i / 1 / 1 1 1 1 7// / i ri / / / / / /// / / //

'1 $

SECTION A-A

n rr-rl

-7,141 , -lilli ////

1-'f'-1

DETAIL A

SCALE: 1%=1'-0"

General Notes:

For details of Cable Connections at Light Standards-see Sheet 29/28 For details of mounting Light Units see Lock and Navigation

Light Standards for Land and River Walls-see Sheet 2928 For De-Mils of Pole Brackets, Pole and Bracket Pinnacles, Base Casting, Pole Clamps & Junction Box Mounting-see Sheet 23/23 Equipment shown in Phantom installed under previous contract.

MISSISSIPPI RIVER

LOCK & DAM NO. 5 A

DAM

ELECTRICAL SYSTEM

STORAGE YARD LIGHTING

12*6 5 19' 15' 20' 25

=IFOOTSCALE INCH

U. S. DIVISION ENGINEER OFFICE UPPER MISSISSIPPI VALL DIVISION

SAINT LOUIS. MISSOURI MA H 1935

A #*, A

SUBMITTED 1*,4 APPROVED €B<-104/ 05#'61---

MAJOR CORPS OF ENANIERS MAJO!COR,g op c.;1612=1 0*TRICT ENg"mm

ST. PAUL 9,#'df ":9*, /53 DRAWN By M.G.I. TRACED BY F. C.L. CHECKED BY H.M.R. W.B.F.

q)

.k

U)

M-LSA-56/15-FS

D

A

MANHOLE IN LOCK

WALL NEAR PIER 1 -*-

1 1

DAM FEEDERS 1 1

(PIER I ONLY) -

EQUIPMENT AT

PIER I ONLY , '

A

EQUIPMENT AT(BX[}) PIER I ONLY

j

\ SPLICE

DAM FEEDER

DISCONNECTS

B

EQUIPMENT AT

PIER 6 ONLY

A

C

C

20 21 23 22

EQUIPMENT AT

PIER 6 ONLY

/ JUNCTION BOX

1 (PIER 6 ONLY)

FROM LOCK REUSE EXISTING REUSE EXISTING-------t

CONDUIT CONDUIT

(PIER I ONLY)-- R 6 ONLY) ARMATURE

- HEATER

7.---ti----J L--

|EDGE OF EDGE OF fi9'1 1I.,fi?) FLOOR OPENING FLOOR OPENING -'

HMEc (PIER 6 ONLY) (PIER I ONLY)--7 TAINTER FEEDER -· i

DISCONNECTS

* E)

PULLBOX

J©

3 (TYP FOR 6)

PLAN

PIERHOUSES I AND 6

MANUAL ./TRANSFER

SWITCH-1

-4 - -» 1»5 *Trirlirilill il l

11 1

TO QUARTZ

HEATER

RECEPTACLE

- 1-1

TO PIERHOUSE

HEATER ,

M

I

1 *- PANELBOARC

-TREUSEEXISTING L__

1 CONDUIT=f

1 -TO ARMATURE

1 ,

- HEATER

2TO PIER I

TO LOADCENTER , ---4 JUNCTION BOX,

1 f LTO HOI ST MOTOR

' 1 CONTROLLER

1 1 PIER I ONLY

1 1

DOWNSTREAM

WARN. INC SIGN -- E]:) DAM FEEDERS(PIER I ONLY)

1 1 REUSE EXISTING

I i CONDUIT

PIER 6 ONLY 2

A

TO MANHOLE IN

LOCK WALL

(PIER I ONLY)

SECTION

PIERHOUSES 1 AND 6

SCALE: *6"-1'-0"

B jEt

PIER I

ONLY

I 6

LOADCENTER

LC

14 (TYP FOR 5)

-1 2

PULL,

- BOX ,

Iii 1 i l

PIER I ONLY

I5

GENERATOR

DISCONNECT

+(PIER I ONLY)

JUNCTION BOX

-TO GENERATOR DISCONNECT

ARMATURE SWITCH AT PIER 11 (REUSE

HEATER EXISTING CONDUIT)

EQUIPMENT AT/-\/-\

(101 8 1 PIER 6 ONLY \_/c_/

144 TO PIER 6JUNCTION BOX

LREUSE EXISTING

CONDUIT

TO GENERATOR/

DISCONNECT- 1.-

r--<D r-PIER 6

JUNCTION BOX

TAINTER FEEDER

DISCONNECTS

A

D

D

E

E

PIERHOUSES I AND 6 DETAIL LIST

F

REMOVE EXISTING ENTRANCE LIGHT AND WIRING. REPLACE WITH NEW 70 WATT HIGH PRESSURE SODIUM ENTRANCE LIGHT. REUSE EXISTING EMBEDDED CONDUIT. INSTALL NEW WIRING. ALL PIERS. (SEE DETAIL A-56/028).

INSTALL NEW HIGH PRESSURE SODIUM SIGN LIGHT, CONDUIT, MOUNTING EQUIPMENT, AND WIRING. (SEE DETAIL D-56/029).

DISCONNECT AND CLEAN EXISTING VAPOR-TIGHT FIXTURE. REMOVE EXISTING WIRING. INSTALL NEW WIRING AND RECONNECT EXISTING FIXTURE. REPLACE EXISTING VAPOR-TIGHT FIXTURE WITH A NEW VAPOR-TIGHT FIXTURE IF EXISTING FIXTURE IS DAMAGED. REPLACE

EXISTING INCANDESCENT BULB WITH 200 WATT INSIDE FROST INCANDESCENT BULB. ALL PIERS.

REMOVE EXISTING INCANDESCENT FIXTURE AND WIRING. REPLACE WITH NEW QUARTZ FIXTURE.

WIRING. REUSE EXISTING EMBEDDED CONDUIT. PIER I ONLY. (SEE DETAIL 8-56/028).

INSTALL NEW

INSTALL NEW PIER HOUSE HEATER, CONDUIT, AND WIRING. CONNECTION TO HEATER TO BE MADE WITH

FLEXIBLE LIQUID-TIGHT CONDUIT. PIERS 1 THRU 5. (SEE DETAIL C-56/028).

INSTALL NEW ROLLER GATE QUARTZ HEATER RECEPTACLES, CONDUIT, AND WIRING. PLACE RECEPTACLES AT

AN ACCESSIBLE HEIGHT. ALL PIERS. (SEE DETAIL D-56/028).

G

REPLACE EXISTING ARMATURE HEATER WIRING WITH NEW ARMATURE HEATER WIRING. ALL PIERS. (SEE DRAWING M-LSA-56/027 AND REFERENCE DRAWING M-LSA-56/5).

REMOVE EXISTING LIGHTING TRANSFER SWITCH, LIGHTING CONTACTOR, FEEDER TRANSFER SWITCH, PIERHOUSE LIGHTING DISCONNECT SWITCH, EXPOSED CONDUIT, AND ASSOCIATED WIRING. PIER 6 ONLY. (SEE DETAIL E-56/028). -

REMOVE EXISTING LIGHTING TRANSFORMER, EXPOSED CONDUIT, AND ASSOCIATED WIRING. CAP ANY EXPOSED

CONDUITS OR JUNCTION BOXES. PIER 6 ONLY. (SEE DETAIL E-56/028).

INSTALL NEW DISCONNECT SWITCH, TRANSFORMER, LIGHTING CONTACTOR, OPEN-BACK PULLBOXES, PHOTOCELL, CONDUIT, AND WIRING. PIER 6 ONLY. (SEE DETAIL F-56/028).

REMOVE EXISTING ELECTRICAL EQUIPMENT AND ASSOCIATED WIRING. ALL PIERS. (SEE DETAIL G-56/028).

633 REMOVE EXISTING ROLLER GATE HOIST MOTOR CONTROL CENTER FEEDER WIRING. REUSE EXISTING EMBEDDED CONDUIT. INSTALL NEW WIRING

- AFTER THE INSTALLATION OF THE NEW PANELBOARD. PIER I ONLY.

INSTALL NEW PANELBOARD, MANUAL TRANSFER SWITCH, DAM FEEDER DISCONNECT SWITCHES ON PIER HOUSE WALL. INSTALL NEW OPEN-BACK PULLBOXES OVER CONDUIT ENTRANCE THROUGH WALL OF PIER HOUSE. REUSE EXISTING EMBEDDED CONDUIT. PIER I ONLY. (SEE DETAIL H-56/028).

REMOVE EXISTING RECEPTACLE, COVER, AND WIRING. REPLACE WITH NEW DUPLEX RECEPTACLE AND WEATHERPROOF COVER. REUSE EXISTING

EMBEDDED BOX. INSTALL NEW WIRING. ALL PIERS. (SEE DETAIL J-56/028).

REMOVE EXISTING COVERS FOR EMBEDDED BOXES IN PIER HOUSE WALL. REMOVE ENTRANCE LIGHT FUSE, FUSED KNIFE SWITCH, AND WIRING. REMOVE BRIDGE LIGHT CONTROL SWITCH AND COVER. INSTALL BLANK COVER OVER EMBEDDED BOX AND ABANDON WIRING IN PLACE. ALL PIERS. (SEE DETAIL K-56/028).

INSTALL NEW OPEN-BACK WIREWAY OVER EXISTING EMBEDDED BOXES IN PIER HOUSE WALL. INSTALL NEW LOAOCENTER ADJACENT TO THE WIREWAY.

INSTALL NEW LOADCENTER FEEDER WIRING USING EXISTING EMBEDDED CONDUIT. ALL PIERS. (SEE DETAIL L-56/028).

REMOVE EXISTING TWO GANG SWITCH, COVER, AND WIRING. REPLACE WITH NEW TWO GANG SWITCH WITH WEATHERPROOF COVER AND WIRING.

REUSE EXISTING EMBEDDED BOX AND CONDUIT. ALL PIERS. (SEE DETAIL L-56/028).

REMOVE EXISTING WELDING RECEPTACLE AND ASSOCIATED WIRING (DO NOT REMOVE MOUNTING BOX AND ANGLE ADAPTER). REPLACE WITH NEW 60 AMP WELDING RECEPTACLE. INSTALL NEW WIRING. REUSE EXISTING EMBEDDED CONDUIT. ALL PIERS. (SEE DETAIL M-56/028).

REMOVE EXISTING 200A RECEPTACLE, MOUNTING EQUIPMENT, AND WIRING. CAP EXPOSED CONDUIT OPENINGS. PIER I ONLY.

REMOVE EXISTING TAINTER FEEDER NO. 1 WIRING. REPLACE WITH NEW TAINTER FEEDER NO. 1 WIRING. REUSE EXISTING CONDUIT.

INSTALL NEW DISCONNECT SWITCH FOR TAINTER FEEDER NO. 1. (SEE DETAIL K-56/030).

REMOVE EXISTING ARMATURE HEATER CONDUIT (FROM PIER 6 TO PIER 11). REPLACE WITH NEW 2" CONDUIT FOR NEW TAINTER FEEDER NO. 2.

INSTALL NEW TAINTER FEEDER NO. 2 WIRING. INSTALL NEW DISCONNECT SWITCH FOR TAINTER FEEDER NO. 2. (SEE DETAIL K-56/030).

REMOVE EXISTING DISCONNECT SWITCHES, AND ASSOCIATED WIRING. PIER 6 ONLY. (SEE DETAIL L-56/030).

INSTALL NEW GENERATOR FEEDER AND EMERGENCY GENERATOR FUSED DISCONNECT SWITCH ON PIER 6 WALL

UNDER BRIDGE DECKING. (SEE DETAIL K-56/030).

REMOVE EXISTING DAM FEEDERS FROM THE MANHOLE IN LOCK WALL NEAR PIER I. SPLICE NEW DAM FEEDERS

TO EXISTING DAM SUPPLY FEEDERS FROM LOCK. (SEE DETAIL H-56/030). 3

REMOVE EXISTING RECEPTACLES AND TRANSFORMER. INSTALL NEW WELDING RECEPTACLE AND DISCONNECT SWITCH. INSTALL NEW DUPLEX

RECEPTACLE AND ENCLOSED CIRCUIT BREAKER. PIER I ONLY. (SEE DETAIL F-56/029).

10 4 lilli 'lll

SCALE: N6 "

8 12

1'-0"

SYMBOL

I

<J

NOTES

1. FOR QUANTITIES, SEE EQUIPMENT LIST ON DRAWING M-LSA-56/017.

AS-BUILT AS OF COMPLETION DATE

DESCRIPTION

- STANLEY CONSULTANTS

- 5775 WAYZATA BLVD, SUITE 610

MINNEAPOLIS, MN 55416

INTERNATIONAL CONSILTANTS IN ENGINEERING, ARCHITECTURE, PLANNING. AP«] MANAGE)EMT

AE.APP@OVING FICIAL:

»SU

DESI (0: DDT

i CHECKED: WCW

LJ

DRAWN: DWRIGHT

DATE

DESIGNED: N/A

CHECKED: N/A

12-21-94

9/94

DATE APPROVAL

DEPARTMENT OF THE ARMY

ST. PAUL DISTRICT, CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

CONTRACT DRAWING

DAM 5 REHABILITATION, PHASE C

MAJOR MAINTENANCE/REHABILITATION - MISSISSIPPI RIVER

LOCK & DAM NO. 5A FOUNTAIN CITY, WISCONSIN

DAM ELECTRICAL

ROLLER GATE PIERS I AND 6

PLAN AND SECTION

CAD FILE NAME: MH56P021.DGN

SPEC NO: DACW37-93-8-0017

DRAWING NUMBER:

M-LSA-56/021

AS-BUILT

SHT 16

OF 25

A

A

PIER 4 ONLY

DOWNSTREAM

WARNING SIGN --m

A

HACC

© 0

27 (TYP FOR 6)

TO HOIST MOTOR

CONTROLLER

B

B t_ r-® (TYP FOR 2) l il JIJP %< M.

SECTION

EDGE OF

FLOOR OPENING

PLAN

REUSE EXISTING

CONDUIT 7

.' Cl i I *--------

EDGE OF

FLOOR OPENING

}H[li

PIERHOUSES 2, 3, 4, AND 5

*84-

/ L-REUSE

EXISTING

CONDUIT

PIERHOUSES 2,3,4, AND 5

SCALE: *6"-1'-0"

A

4 1 /

»-b--0'

38 /

, 36 /754

/ 1

LOADCENTER

© LC

35 (TYP FOR 5)

-TRANSFER

SWITCH I

| PULL

£ BOX

-r,-r

111 -

--Ill---

-,1 lb= 1

DAM FEEDERS

4%---0 t--44-

REUSE T

EXISTING-

CONDUIT

C

C

ARMATURE

HEATER

ARMATURE

HEATER

,,--TO EMBEDDED BOXES

-ID

JUNCTION BOX

PULLBOX

PANELBOARD

ARMATURE HEATER

-- JUNCTION

BOX

A

D

D

E

E

I

CD

F

PIERHOUSES 2, 3, 4, AND 5 DETAIL LIST

G

INSTALL NEW HIGH PRESSURE SODIUM SIGN LIGHT, CONDUIT, MOUNTING EQUIPMENT, AND WIRING.

(SEE DETAIL D-56/029).

DISCONNECT AND CLEAN EXISTING VAPOR-TIGHT FIXTURE. REMOVE EXISTING WIRING. INSTALL NEW WIRING AND RECONNECT EXISTING FIXTURE. REPLACE EXISTING VAPOR-TIGHT FIXTURE WITH A NEW VAPOR-TIGHT FIXTURE IF EXISTING FIXTURE IS DAMAGED. REPLACE EXISTING INCANDESCENT BULB WITH 200 WATT

INSIDE FROST INCANDESCENT BULB. ALL PIERS.

REMOVE EXISTING INCANDESCENT FIXTURE AND WIRING. REPLACE WITH NEW QUARTZ FIXTURE. INSTALL NEW

WIRING. REUSE EXISTING EMBEDDED CONDUIT. ALL PIERS. (SEE DETAIL 8-56/028).

INSTALL NEW PIER HOUSE HEATER, CONDUIT, AND WIRING. CONNECTION TO HEATER TO BE MADE WITH

FLEXIBLE LIQUID-TIGHT CONDUIT. PIERS I THRU 5. (SEE DETAIL C-56/028).

INSTALL NEW ROLLER GATE QUARTZ HEATER RECEPTACLES, CONDUIT, AND WIRING. PLACE RECEPTACLES AT

AN ACCESSIBLE HEIGHT. ALL PIERS. (SEE DETAIL D-56/028).

REPLACE EXISTING ARMATURE HEATER WIRING WITH NEW ARMATURE HEATER WIRING. ALL PIERS. (SEE

DRAWING M-LSA-56/027 AND REFERENCE DRAWING M-LSA-56/5).

REMOVE EXISTING ELECTRICAL EQUIPMENT AND ASSOCIATED WIRING. ALL PIERS. (SEE DETAIL A-56/030).

631 REMOVE EXISTING ROLLER GATE HOIST MOTOR CONTROL CENTER FEEDER WIRING. REUSE EXISTING EMBEDDED U./ CONDUIT. INSTALL NEW WIRING AFTER THE INSTALLATION OF THE NEW PANELBOARD. PIERS 2- 5.

INSTALL NEW PANELBOARD, TRANSFER SWITCH, OPEN-BACK PULLBOXES, AND CONDUIT ON PIER HOUSE WALL.

CAP EXPOSED CONDUIT AND JUNCTION BOX OPENINGS. PIERS 2 - 5. (SEE DETAIL 8-56/030).

(SE' REMOVE EXISTING RECEPTACLE, COVER AND WIRING. REPLACE WITH NEW DUPLEX RECEPTACLE AND -1 WEATHERPROOF COVER. REUSE EXISTING EMBEDDED BOX. INSTALL NEW WIRING. ALL PIERS.

(SEE DETAIL J-56/028).

REMOVE EXISTING COVERS FOR EMBEDDED BOXES IN PIER HOUSE WALL. REMOVE ENTRANCE LIGHT FUSE, FUSED KNIFE SWITCH, AND WIRING. ALL PIERS. (SEE DETAIL K-56/028).

INSTALL NEW OPEN-BACK WIREWAY OVER EXISTING EMBEDDED BOXES IN PIER HOUSE WALL. INSTALL NEW LOADCENTER ADJACENT TO THE WIREWAY. INSTALL NEW LOADCENTER FEEDER WIRING USING EXISTING

EMBEDDED CONDUIT. ALL PIERS. (SEE DETAIL L-56/028).

REMOVE EXISTING TWO GANG SWITCH, COVER, AND WIRING. REPLACE WITH NEW TWO GANG SWITCH WITH WEATHERPROOF COVER AND WIRING. REUSE EXISTING EMBEDDED BOX AND CONDUIT. ALL PIERS.

(SEE DETAIL L-56/028).

REMOVE EXISTING WELDING RECEPTACLE AND ASSOCIATED WIRING (DO NOT REMOVE MOUNTING BOX AND ANGLE ADAPTER). REPLACE WITH NEW 60 AMP WELDING RECEPTACLE. INSTALL NEW WIRING. REUSE EXISTING

EMBEDDED CONDUIT. ALL PIERS. (SEE DETAIL M-56/028).

REMOVE EXISTING ENTRANCE LIGHT AND WIRING. REPLACE WITH NEW 70 WATT HIGH PRESSURE SODIUM

ENTRANCE LIGHT. REUSE EXISTING EMBEDDED CONDUIT. INSTALL NEW WIRING. ALL PIERS.

(SEE DETAIL A-56/028).

10 4 8 12 lillilill 1 1

SCALE: 76" = 1'-O"

SYMBOL

NOTES

1. FOR QUANTITIES, SEE EQUIPMENT LIST ON DRAWING M-LSA-56/017.

AS-BUILT AS OF COMPLETION DATE

DESCRIPTION

- STANLEY CONSULTANTS

------ 5775 WAYZATA BLVD, SUITE 610

MINNEAPOLIS, MN 55416

INTEmATIONAL CONSLTANTS IN ENGINEERING, ARCHITECT10*E, PLAN¢ING. AND MANAGE)dE]¢T

AE. APPRDVIWG/FICIAL:

DESIGNEU: DDT

9 CHECKED: WCW

DRAWN: DWRIGHT

DATE

DESIGNED: N/A

CHECKED: N/A

12-21-94

9/94

DATE APPROVAL

DEPARTMENT OF THE ARMY

ST. PAUL DISTRICT, CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

CONTRACT DRAWING

DAM 5 REHABILITATION, PHASE C

MAJOR MAINTENANCE/REHABILITATION - MISSISSIPPI RIVER

LOCK & DAM NO. SA FOUNTAIN CITY, WISCONSIN

DAM ELECTRICAL

ROLLER GATE PIERS 2,3,4 AND 5

PLAN AND SECTION

CAD FILE NAME: MH56P022.DGN

SPEC NO: DACW37-93-8-0017

DRAWING NUMBER:

M-LSA-56/022

AS-BUILT

SHT 17

OF 25

L

SIGN -

A

P

PIER I

1,/ BRIDGE

WALKWAY

TO LOADCENTER

IN PIER I

PIER I WARNING SIGN LIGHTING PLAN

SCALE: 1"=10'-0"

10 0 10 20

!1111111111 1 1

SCALE IN FEET

Q PIER 11

A

TO FUEL

OIL TANK

55 TYP FOR 2

L-TO PIER 14

L FROM -i

LOADCENTER 33

IN PIER 14

C

£ PIER 12

B

CD

LL

BRIDGE

WALKWAY

STORAGE YARD ELEVATION

SCALE: 1"=10'-0"

10 0 10 20

111111 lilli 1 1

SCALE IN FEET

B I

P

7 11111 ---f--11

1 1, 1 '{i

SIGN

C

C

PIER 11

PIER 11 WARNING SIGN LIGHTING PLAN

SCALE: 1"=10'-0"

10 0 10 20 lillill'll' 1 1

SCALE IN FEET

r-- -c.'.,-r--'TYP FOR 3 1--51 11(1 1 p---rB'1 I

1 1

-1¥* ---I

TO PIER 14 (Y) 1 0 24ENTE«

Mt--0 ID )

FROM

IN PIER 14 -- , TYP FOR 4 57 LOADCENTERI '»-' 1 IN PIER 14

5---1 L ON BOTH SIDES

68 OF BRIDGE

TO SERVICE 6 IGARAGE

£ PIER 13

D

QPIER 14

D

T

SWITCH

P

(TYP

R

ARD

--r

FOR 3)

H

SIDE ELEVATION

STORAGE YARD DETAIL LIST

E

1 1

.l \ 1 3.-

T

E

El l

® \ fl I J] (TYP FOR 2) 11 r--7 _ rul

(TYP FOR 2) ]

JUNCTION BOX S«=

LOADCENTER

l l

480V 27

FEEDERS

SERVICE

GARAGE

FEEDER

JUNCTION BOX

T

MANHOLE ,"

FEEDERS--

, 1

1 1

1 1

It

Mi ill i

I

','25 :1 1 1

1 1 It

:1 *h)

LOADCENTER

- DOOR

SECTION LOOKING UPSTREAM

STORAGE YARD HOUSE - PIER 14

SCALE: 76"=1'-0"

1 0 4 8 12 lilli lili 1 1

SCALE: 3/6 " = 1.-0"

REMOVE EXISTING BRIDGE LIGHT ASSEMBLIES, CONDUIT, AND WIRING. INSTALL NEW BRIDGE LIGHT AND WEATHERPROOF RECEPTACLE ASSEMBLY, CONDUIT, AND WIRING ON ALL BRIDGE SPANS OVER THE STORAGE YARD. TURN THE RECEPTACLE IN A WESTWARD DIRECTION (SEE DETAIL P-56/028).

INSTALL NEW CRANE HEATER RECEPTACLE WITH WEATHERPROOF COVER, WEATHERPROOF ENCLOSED SINGLE CIRCUIT BREAKER, CONDUIT, AND WIRING

ON BRIDGE RAILING NEAR PIER 14. (SEE DETAIL G-56/030).

REMOVE EXISTING LIGHT ASSEMBLIES, CONDUIT, AND ASSOCIATED WIRING AT PIER 12. (SEE DETAIL N-56/029).

INSTALL NEW 60 AMP WELDING RECEPTACLE, CONDUIT AND WIRING ON THE BRIDGE RAILING AT PIERS 12 AND 13. (SEE DETAIL C-56/029).

REMOVE EXISTING ENTRANCE LIGHTS AND ASSOCIATED WIRING OVER THE UPPER AND LOWER ENTRANCES TO PIER 14. REPLACE WITH NEW 70 WATT HIGH PRESSURE SODIUM FIXTURE. REUSE EXISTING EMBEDDED CONDUIT. (SEE DETAIL A-56/028).

INSTALL NEW 70 WATT HIGH PRESSURE SODIUM FLOODLIGHTS FOR STORAGE YARD (SEE DETAIL E-56/029).

REMOVE EXISTING INCANDESCENT STORAGE YARD LIGHTS, CONDUIT, AND ASSOCIATED WIRING ON ROOF OF PIER 14. (SEE DETAIL P-56/029).

REMOVE EXISTING FUSED RECEPTACLE PANEL, CONDUIT, AND ASSOCIATED WIRING. REPLACE WITH NEW WEATHERPROOF ENCLOSED SINGLE CIRCUIT

BREAKER, NEW DUPLEX RECEPTACLE WITH WEATHERPROOF COVER, CONDUIT, AND WIRING. (SEE DETAIL G-56/029).

REMOVE EXISTING FUSED DISCONNECT SWITCHES, WELDING RECEPTACLE, FUSED RECEPTACLE, AND ASSOCIATED WIRING AT THE BASE OF PIER 11.

REUSE EXISTING CONDUIT. INSTALL NEW FUSED DISCONNECT SWITCH, 60 AMP WELDING RECEPTACLE, AND WIRING. INSTALL NEW GENERATOR

HOOK-UP DISCONNECT SWITCH AND WIRING. INSTALL NEW ENCLOSED CIRCUIT BREAKER, WEATHERPROOF DUPLEX RECEPTACLE, AND WIRING.

(SEE DETAIL H-56/029).

NOT USED

NOT USED

DISCONNECT AND CLEAN EXISTING INCANDESCENT FIXTURE. REMOVE EXISTING WIRING. INSTALL NEW WIRING AND RECONNECT EXISTING FIXTURE.

REPLACE EXISTING FIXTURE WITH A NEW VAPOR-TIGHT FIXTURE IF EXISTING FIXTURE IS DAMAGED. REPLACE EXISTING INCANDESCENT BULB

WITH 200 WATT INSIDE FROST INCANDESCENT BULB.

REMOVE EXISTING DOUBLE GANG SWITCH, COVER, AND WIRING. REPLACE WITH NEW DOUBLE GANG SWITCH WITH WEATHERPROOF COVER.

REUSE EXISTING EMBEDDED BOX AND CONDUIT. (SEE DETAILS K-56/028 & L-56/028).

REMOVE EXISTING DOWNSTREAM WARNING SIGN FLOODLIGHT ASSEMBLY, ASSOCIATED WIRING, AND EXISTING CONDUIT AT PIER 11.

INSTALL NEW DOWNSTREAM WARNING SIGN FLOODLIGHT, CONDUIT, AND WIRING (SEE DETAIL K-56/029).

REMOVE EXISTING DOWNSTREAM WARNING SIGN FLOODLIGHT ASSEMBLY, ASSOCIATED WIRING, AND EXISTING CONDUIT ON LOCK WALL NEAR PIER I.

INSTALL NEW DOWNSTREAM WARNING SIGN FLOODLIGHT, CONDUIT, AND WIRING (SEE DETAIL L-56/029).

INSTALL NEW PANELBOARD AND TRANSFER SWITCH INSIDE OF PIER 14. (SEE DETAIL J-56/029).

REMOVE EXISTING SERVICE GARAGE FEEDER. INSTALL NEW SERVICE GARAGE FEEDER AFTER THE INSTALLATION OF PANELBOARD AT PIER 14.

REUSE EXISTING SERVICE GARAGE FEEDER CONDUIT. (SEE DETAIL M-56/029).

REMOVE EXISTING FUEL OIL TANK GROUND CONDUCTOR AND CONDUIT. INSTALL NEW GROUND CONDUCTOR AND CONDUIT. EMBED THE CONDUIT IN

THE STORAGE YARD GRADE CONCRETE. REMOVE CONCRETE AS NECESSARY FOR NEW ROUTING.

NOTES:

FOR QUANTITIES, SEE EQUIPMENT LIST ON DRAWING M-LSA-56/017.

I

CD

SYMBOL

DATE:

F

AS-BUILT AS OF COMPLETION DATE

DESCRIPTION

- STANLEY CONSULTANTS

- 5775 WAYZATA BLVD, SUITE 610

MINNEAPOLIS, MN 554 I 6

INTE{ATIONAL CONSU_TNMTS IN ENGINEERING, ARCHITECTURE, M.AmING, Al«) MANAGedENT

AAPOVFFICIAL:

DES I 0: DDT

9 CHECKED: WCW

DRAWN: DWRIGHT

DESIGNED: N/A

CHECKED: N/A

12-21-94

G

9/94

DATE APPROVAL

DEPARTMENT OF THE ARMY

ST. PAUL DISTRICT, CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

CONTRACT DRAWING

DAM 5 REHABILITATION, PHASE C

MAJOR MAINTENANCE/REHABILITATION - MISSISSIPPI RIVER

LOCK & DAM NO. 5A FOUNTAIN CITY, WISCONSIN

DAM ELECTRICAL

STORAGE YARD

PLAN AND ELEVATION

CAD FILE NAME: MH56P026.DGN

SPEC NO: DACW37-93-8-0017

DRAWING NUMBER:

M-LSA-56/026

AS-BUILT

SHT 21

OF 25

mi I

CORPS OF ENGINEERS U. S. ARMY

WAR DEPARTMENT

/164 \ it-7" 3' 1 LO" 117" W

. 112 .- 1 3H ' in . 3" >1< - 14'x64@424'x'·23 BOTTOM J 14*6*042* 14-x61@41* 143"---< 1-111123xa * 0- U 14)(64@42 -, h r :, -- ---tI---ION u 4-2--1 ¤n Litch®(Picpcpgcp9990 0_33_1 i-Ff_f-2-=FiE i 9 9 L *_0_gLE ¢T g t 0° 9 0 9 9 (1) 9094)! 0 9 LS 0

---- T_to #R! lk-=.1

.---1-c = 1 1--·t.r_ni-4--Drin ==n 1 - Tr- 17 -7- -11 r

1- -% 9 1

-¢7 =r

IF= ----

C Ne 0¤¤ ¤111 1 454: t- 1. 0:0040 5 6 i -WFZX_ O

T-0-4=r-- 4 -----Trer p rs/ell ta/1_fL_' 1-,iso i '' 0 C ® 00 f --4

, T

U

__»1 - --- -1-1Ttr - *--- -3,1,LA. 4 01

U

140 41 lelli %\\71/-*>/264.r; ./ .3 43:Al-

Al -

-,0,, 0 \\\4--4- yrs-41

--T

''loc .

1: RD % 1 47/.

, e 1!l t> ll 1*4 46

PI gel 3' \ P tl 1%'*t'<D*' ri i, il! el &7 ''Zi

°f 9 \

B kt ¤i; LJ le 1!1

03 12 \ \ \U U. Uh 4

1,let "1· / f h,2- p,eld for, 1/p* , w Y1 G i4 0 rill

\NZ

30/4 le b

1 elli 11 IN --> '>*8- 15 1'J 1 A it.>1

I e '11 %\\5 2 /YCa// O6dyong/5, 7 0\9> 1 0 *:4 11" " ,& 6 0,11 ,/

1 W \ \ DM**. *11 1 \/// ira i ULN O d ly// .-

\ 1 d

-1

4/tr 0 14„,e 5 M ¤ ]1 :d

14 40.- , /

& \390 1.0 fECF-133'-2 0 99 99 f.>4*_*,r f-/7 10 / 0

L 1'iF C:/1 J----- -,-.21£L.n - 41 46- E

_rkariL -a

5 0--8----i-%=Irc-------I-- - -11»*=-Z««4+*=-a-==+R«»-=+1»+Hit»+i-4-f»»14=,®14piE-v-400 - 9 0 905_«=»*__il_f*4 - 2--4-6-------- -------1

---r

(bc) 9 * * 0 ©1)1(1)1 O 4 *0000 9

1 9 009 0 0 000 KO 0

1-it 12 £ * A x FY) 1-It 12Mx216(52 < 4 x6/0 424* /'3" TOP/ 14 x64@421* 21224 OB 1-It 12Xix/LI/V

3 23 *. 1--3" 7 93"= 119'. 01** /0 @ 6 6 543- /0 9 6-= 5-0 " 10186"=510 10 @ 6-=310" 596' = 245

T

Open holes for rivehnB

Symmetrical Abt.4

UPSTREAM ELEVATION

,casting to girder

. STRUCTURAL STEEL WT 11,785LBS

SILICON SIEEL WT 35680 LBS.

.. ROLLERS & BEARINGS

COMPLETE WT 2,910 LBS

WOOD SEAL WT 1,700 LBS

* TOTAL WT 52175 LBS IN3klkinj a--,, 1- Skin Ft 4-7 x* x -77Rs) fD,aphram 3"

\1-It 31"xA x 411041:6 2-11 6x4xx 121/03'(51 '., 2-e6x4*&* 1211OZM-

056 \&'/ Close Joint (4/2'9%8<2-32 ror detalls offting device connection see Sheet No 522

Y 3* l .

/ 1 0 9 9*9 90*9$90 1101 (I) 1$_fE YRE.(DIES_(LES_52219 *Pio' up "9 0 9 0 0 0 9 9 foic 000"00(hood Q Q (,1, o o 0 (p,/45 Q $ 0 * g 10: g o * 0 cp g cp * *Fl!--31(P e (P 0 m Q g (P (P !10; (P g g (b o fIr- 7 - -1r,1

Do not cut f/ange 0

0/ 6 6% 1 41 o o ' ollo 0 0 0 1, 1 1 . 11

3. 1-e -1 li 1

1 0 111 41, 1 1 I

4-28'x4 x,5 *316'(3) lie , , 4-2 6 x4 xA x 6013 '(5) J 11*1 1 1 ilet 11 1

& /2. R \\ 1. I le Grind to fit fillet lib 1 -\10]00¢0110 0 0 0 1 'b

/-/13 9xx 6, le, 2-Cov *s 14 x 2 x5010ils)1 r

11't , f,51·-i-- gil i 0.1a u 4

11 1 64 \, 1 0

1 e* '»Ip, 0 0 el'0 0 0 t

U' 1000000000 11'oic

- ll' r. - 1

11 01 4I 3

\Ii'.0, 00 Oil O 00 4 u i 2-Web 6 60 x8 x42-625) IN liel-=Dll t 11 f6 D,29/'n hokes (\1! 1 5 0#0__+ -4.0 0 0 0 0 0 0 0 lioic 11 Gl 1101tiol-% 43 j i e J> 5 b 0 .\&110 1 /18©+h webs A i 00 040 00 t /4 A I uar .rCUU- el-e

' 1 4 9 1 0 0 0 90 0,4 6 * *11-1#S- \1 4, 43/Th 11 1 53 1 - te'1-

(D 114 -4. 0 IB 'I -EFT

1111 -7 It I 41 4 10 1101-#

04,1 4< ..#. 8

11 9 -

1 4/m M i y= - imLE,-

Jful wC 00 0 0 e---el

=- to L at pin hole --- |19 %"E * 4»/a'r2192**

111 , Al

1,le 1 - v

,le %11

9-4 -e-el V'16 01 =-Tl® o C OS O 0

5ee sheet No 53 4 101 0/N O L-.-Z

!10 4 1 lei ,E

11111114 r 1 510 0.'N le 1 m. e i "0 W 0 000010

7 401 4 It p# , 2 Web fes60***2/12* (5) 41 4 101-0-0 -ello ?-0- 1111

- 1 L-J

M = # 1 1 f E 101 2 1* 4\ 4 1101 U 6*4xlx65Zof(5) >1!el 4- FES,<5 *2'E)2' --*-¥

01-0 4 0 Q I 11 4 1

1 1

110 10 0 0 0#0 0 0 0 0 0 0 0 * 4- 1, el lei

1 YR

3 '* 3/-\

4._ellolo_o_o_,#e--e- 9 9 fr)

\41 LC' 1 i ' e.Be: \ 7 k ill 1-29)+64)30 ' 1- Skin * 47 x.ax724446)J

Elle 1 1101 '11 el m I 1191 1101

:0 ioile*®b- 6901/00°1°100*9$09(26-0 ego*(p ¥pgottolo 00999*90*.999(po ''5114.f -y-91, 'E TTT -L.*r *4 1

1 00099 0 o on 01'00000 0 0 9 04 4% '0 11,•' 0 Q 'r, m

1 4

24 -H3 34 1 6.

2-24x4xax 2-1104 U I3 5./ . L 2 cover PI. 14 va x 36-Iii(5)

2-It Dol: " '" r Zifills 6xax 1-il J n 0 11

-8 J l

.1-eZ 1I

4.4: z,fl 6 f -6@21-=)0516@24-11463_£_6@34"= 212" 01 . 10 @ 31 =34f 344161 - 13 e 31• 1 4

'- 510 ,#_(23,3\3€68.14 486'-2-0" /0 e 60 =510 /O@ 6"= no" 10@6"=510" 5 @6' = 2163" 4*11. 10®6 -

4.*/134' = + 2-9i 36 6.0 5- 5-0- 510 226V

* 99 4'90 0% 4

44 k 6216 c toc of Bearings V +

1. 0 4

U -,10 Flo" 4144-k CO PLAN 4 4

30<3..%k 2'6@36V6'.424} 54':5 99 6" = 4ze 9-30'3»3" 1 n 9@6*- Are 6 56'=41 9 56"=416 &8.32. 6 @6'=410" 5 e6" = 216" N

8@ * -40 0- 33 0 . n '. I.*-lr,Ii, *I. ' r-fr= rl - /- Pr I- 4 -1

02 E 44 212£ 3,3

-3-'-Holes for wood BOTTOM J

_L EVITT TooOOO 0* 0 °°°°° 9 99 90 91? 0 Q Tt9 r.. .

48/12.,1-I--- 1000 0 0 f 0 T 0.- T_T -Lo__T T 4 -f f. - f _T

'''1.-1.-It-+6 I.

00000 0

I.1- 4-In

° 'i -1 c60 0 0 0 01 04) 0 9 010 0 c .F

11 1 -r' fn

II$I*

j 6 4 0 4.0-0 004 0 6 4 4 4 +I I II T T ]-1-4--9 -15 1-2-06 00 0100 0 * 01 0 00 0 i --Il ---

-e $,r-r 0-1-e<% e e Pili e_97 e 5

BJ

f

*22 e 441

Z e 2,6 +0 e--e 4 -£J e--49 L B e i<j -0 e--e 4 -1 i rr>

6 -R -e -3 0 0 0 0

C f e 'h W e w 16-2 0 80 t0 -k

U 0% -40 \1 m e \5 W e 0 0.5 2:=Eo * 0

/ 23 Y e--e =P re- 12 C e--8· b Ye b Ye ZE 1 0 ic

QIR &

e l-J

1 C

NCZ C

0 260 e 0 4# e--0 0 lu e--e v e e e

0 0 u#u

4 0 I

T -r / -r

3 40 9 7 01 0100 9 T q)*(P E-LQ CE . . . . . . . . I r H+

0 9 T °1 S 4-r

45 ELI O 6 0

1 44000 4 0 t 0006 11

0 9

000 4 FTS TT 9 0 voo

4 4 6+4 544444 144 0,5 60 0 0 6 II.--

b E -8 li 3.* TOPJ

INSIDE ELEVATION DOWNSTREAM SIDE

for guide wheel assembly Design Notes - Material rnarked (S) to be Silicon Steel at ends of Bull<heads see sheet No 56/3 2194 Design Stresses from 1934 revision of Manual of AREA

...CURRENT Axial tension and sfress in extreme fibers net section 24000* General Note

L

(Weld all openings> ZE .F1 651.83 k Axial compression gross sec-hon for values of ; not Rivets 3'* Carbon steel ' /2

4/1/5

'41*f - - U er Pool 0 651.0 i greater than 130 for riveted ends 20,000 - O 46 7, Holes i* Unless Noted 1 1 Compression in flanges for values of i not greaterNY 11! el/-2-46Ur-PI_ I kl 1 r·r=TT =rr-Tr

- FE o For detail of timber seal a+ ends r-EF-J than 40, gross section 24,000*-667 -S \\11 il Shear In plate girder webs gross section 14,000 of Bulkheads see sheet No 58/2

(Cisk for View C- C only, 0'1" r flo"+ Hole 1\' It el e I _ !'#

1,1 1 1 , 1 \\ C-/

5-Emergency Bulk heads required-* All stresses in pounds per square inch 24 For View C-C only lei ,1 1\\

,-Dr,11 62*hoies=©C . M Max 2.169.513 (Fr. /6,) 3 lei '1 1

14,2 - 1#8 \0 9'9 0 oflftk-=11-L 4x 4 x8 x /18" 0 1\ 4

111 \ 45 n 0 31- L 5 x4 x i x6J 241,1 | e /*304 x441#1 - 1 1 A 0

0 i 22 Diagrams represent forces / MISSISSIPPI RIVER e

Fill 3x x4 &91 t'-1 1 \, E '\\ i:I 1 1 1-C 0 0 5 on bottom 9,rder 1 0 e .__Ezzs--**--- 2-2 4 x 4x8 x /i//4"(Grind to bear top) 4,' \0 ,el 4

LOCK & DAM NO.SA

EA 1

1Do S- -2-Ls Sx4xix 2174 4 A\\lie L.le! 11 .

L. 001 1 \0 Max Shear 106 250 -<-1- E 23 xi x 2162

DAM

. 1!.45 -< 114S -1 /1- "|/-L *32, xftle'-11,»t 1,- 13

LI A I

1 EMERGENCY BULKHEAD ROLLER GATES

. "(4 0 e, 0« th,01 3--(p 9 0 (p ' p 11

--r771%44-+r--------1,-16-+rjr+- E - re e Z C-

19 E 0 PLAN & ELEVATIONj- /1

Nokh f Lit ALA 45 55: 1/4 Notch Ls ld all openings to make water fight v 4, *1-----_----2,155;A.-·j 1 E rrirz ZIir 1

CS If?'6 3 9 f SCALE· a" INCH = 1 -FOOT

-79 4

L -61 - 114* -.8 j _ SECTION A-A U / E6

U. S. ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER,1934

4,2-

1 A % SUBMITTED APPROY

- 1 of Rollers N"* Car r tage bolt counterbore for head 1 p \ I 0 63/. 0 cl * U 55 Machine bolt with washer LU*«Sfc

END VIEW C-C Hor scale i5 =110" L- 41:3 41,3

SENIOR ENGINEER 1*OR, COFIPF ENNEERS

HAT FINISHED STRUCTURE AS OF AUGUST 1936 SECTION B-B

SECTION D-D SIMILAR BY DATE CHLRACTER STATIC LOAD ON BULKHEAD MAX. MOMENT DIAGRAM -MAX. SHEAR DIAGRAM DRAWN BY: RWT TRACED BY: RWT CHECKEBY, H.JR 161 1

-- W

REVISIONS

SEE MCCLINTIC - MAPSBBLL CONT CG 19032 SH *AD, 4 BD, 4C D & 4 DD M-LSA-58-FS

._- 3

H.AT

BY

r

T

DATE

t io

1 £--1-

0 1

17'-6" To ¢ of Bulkhead.

Il Spaces @ 6"-5'-6"

000000

4 0 r

0 0

12.

0 0 0

IT

O A

0 0

/0 Splyces @6"=5'-0"

N-t l\It

A

' f

SECTION F- F

FINISHED STRUCTURE AS OF AUGUST 1936

CHARACTER

REVISIONS

SEE hAC CLINTIC-MARSHALL CONT. CG 19032 SH„ 4BD, 4DD,2&7

O 1!lot

0 101

Ill

, 111

7 LOYL 76 * of Bulkhead

Studs Mark-5612-3

,--4-of Gravity (Estimated) y r

Zl266"A4'ki! X4-/0-2 2 Fil/66"xs'4'-4" e

Irs-

HN

e

G 11

G11

Id Lto[ to

: L ifting Plate Assembly Mark-56/2-1

- - lill -21

We Id /L to [

Adjustable Guide Plate Assembly Mark-56j2-2

Tv rn

Z-816 X'*"1

Weld lo r

0 0.f r

V

SECTION E-E

r f rWeld along top ofongle

11- 54 Aivets

/0.

1 .B

4-8Drill&*10 N.C.thdtap

2'-85

LIFTING PLATE ASSEMBLY

STRUCTURAL SILICON STEEL MARK 54/2-1

MAKE 10 WT 250.62 LBS,

W a

3 21-Fe-1 6'*4*3-61 l

0-

Wood fills lix 115"xi'*«fastened with Fl Hd Bronze Wood Screws

SECTION G-G

r

--Ur· 4

SCALE:'= I'- 0"

tight fit

Ci

2 0/

GUIDE STUD

BOLT STEEL MARK 54/2-3

MAKE 40 WT. 1.21 LBS.

SCALE: FULL SIZE

Make from 898 x 4- LS

Machine Corn

Square r ers yN

W

Note:-Weld all Joints

ADJUSTABLE GUIDE PLATE ASSEMBLY

STRUCTURAL SILICON STEEL

MAKE 10

MARK 5/5-2

WT. 84.81 LBS.

(3enerol Notes:-

EmergencyBulkhead-Ro/ler dates-Plan &0€vation -Sheet No. M-L6 55/.

" " Reaction & Guide YYhed Assembiy-Sheet No.M-L6 58 3.

" Details -5heet No.M-L6 584.

" -Roller &-Tainter Gates-Pickup Boom Assembly-Sheet No. M-L6 567.

" Details -Oheet No. M-L6

C

CORPS OF ENGINEERS U. S. ARMY

TIMBER SEAL AT PIPE SEAL

t

SIDE SEAL

6" STD. PIPE

MAKE 2

MISSISSIPPI RIVER

LOCK & DAM NO. 5A

DAM

EMERGENCY BULKHEAD ROLLER GATE

SECTIONS&DETAILS

lf" ?" 6 " 3" 9 1, SCALE: 1 IN.=IFT.

U. S. ENGINEER OFFICE, ST. PAUL, MINN.

SUBMITTED· APPROV

SENIOR ENGINEER JOR COR F ENGINEERS

DRAWN BY. A.H,F. & J. N.G. TRACED BY: L.E.W.

r

L

MARK 54*-4

WT. 401.3 LBS.

1* A#"A I'-4Steel Bar Welded to Pipe

OCTOBER, 1934

CHE BY·

K.K.W.

- M.J. R.

M-LSA-58/2-FS

H.AI

BY

A

DATE

L_J

1 11 J I, 1 11 11-Z---r---*-2---Z--_

11 1--- .----lg--t---------- I - .

1; i

FINISHED STRUCTURE AS OF AUGUST [936

I

L

T

REVISIONS

SEE Me' CLINTIC-MARSHALL CONT CC-19032 SH ADD

CHARACTER

/I li d lu I'

/III

2'-9*"

END VIEW MM

L_ lili b

11 1

It 1

Pin. Mark 504-/0

Oil Seal. Mark 58/4-7 Beal Retainer. Mark 58/4-9 Roller Bearing Mark 58/4-13 Guide Adler. Mark 58/4-/2

Alemite fitting i' pin type A336 a

Bhoe. Mark 584-15 ' 17"

.4

V•

7 K r

UL

84"

4.

r;=n

71-11-

#ti

Washer 2"x z.-16 hole Cotter Pin £ x2" Base Plate Bolts. Mark *4-14 Base Plate. Mark 58/4-/ - Bearing Housing Mark 54/4-2 Roller Bearing Mark 584-3 Thrust Bearing Mark -5* -8 - Shaft Mark - 59/4-4 Aiemite fitting 8 pin type A.336 f

A t

Emergency Bulkhead Sheet 58/1

Side Seal Adark 35/2-4

'1111 , ]11111i 11111t11

1 2 I ill 11 .\ r

-r-i-rl-

L lj#

1 7 1////1/1/1/1/3/////////Y//// 1

'"llill HNNNUNNHN/th- I

111 1 mi

V t

1 11-TT

/f/

V

- L-5" x4" xy x 2'- 71"

1 j ---4-- ---

/////////A t

, /1 1 lilli r

/5"

11 A

A

SECTION H-H

A

Seal Retainer Mark *4-6 Oil Seal. Mark 58/4-ll Reaction Wheel. Mark 58/4 -5

General Notes > frnergenctil Bulkheod-RollerGofes-Pion ¢El¢votion- Sheet NoM-LSA-58/1 " Section¢Details - " " M-LSA-58/2

" Reaction ¢Guide Wheel Defails " " M-LSA-58/4 k

U

O 1-00

CORPS OF ENGINEERS U. S. ARMY

U. S. ENGINEER OFFICE

SUBMITTED.

TRACED BY, L E .W.

MISSISSIPPI RIVER

LOCK & DAM NO. SA

DAM

ROLLER GATE EMERGENCY BULKHEAD

REACTION AND GUIDE WHEEL ASSEMBLY

111 , 1 11

SENIOR ENGINEER

bRAWN Bn A.H. F.

6"

Fl

SCALE: 3= 1-0

ST. PAUL, MINN.

APPROVED;

OCTOBER, 1934

MAJ R. CORPS OF/ ENGINEERS

v lie D CHECKED 6Y1 fi. '6.

M-LSA-58/3-FS

a it

HAT

BY DATE

. i

32-r e

32-

1 1 f

8£ Dia.

11 1

4.

in

3Z

N

F

4Holes -Drilli and ream for Fitted Bolts.58/4-/4

Spot Face all Bosses.

Fillets 8-"Ro.!123

Drd 1 42 artd Tap for 5 Lubrication Fitting r

Y

A

BEARING HOUSING

CAST STEEL CLASS ·B MED.

ANNEALED

MAKE - 40

SCALE : 3"= E-

2'-6"

BASE PLATE

r /1

STRUCT. STEEL MARK-58/4-1

MAKE- 10 WT.-127.5 LBS.

SCALE : 3"= 1'- 0"

FINISHED STRUCTURE AS OF AUGUST 1936

GHARACTER

SEE MC·CLINTIC -MARSHALL CONT CG-19032 SH. 4 CD & 7

t. ii

REVISIONS

K

-C

1 4

7TTY-n

SECTION A A

\L

MAR K- 58/4-2

WT. - 70.6 LBS.

0"

HN

\6 Holes-Drill ond Ream for Fitted Bolts Mark 5814-14 r rv r

A

*thdmfer 45'

X

Finishallover

* 011 Grooves

THRUST BEARING

PHOSPHOR BRONZE

MAKE- 40

SCALE: 3'= 1'- 0'

EMERGENCY BULKHEAD-ROLLER GATE

PLAN &ELEVATION -SHEET NO. M-LSA-58/1

SECTION & DETAIL- u " M-LSA-58/2

REACTION & GUIDE WHEEL ASSEMBLY NO. M-LSA-5813

ln.

MARK- 58/4-8

WT. - 2.05 LBS.

09 6

5moolh finish-,

- t

Finishall over

SHAFT

14*'

FORGED STEEL SAE 1045. MARK-58/4-4

MAKE - 20 WT. - 86.5 LBS.

SCALE : 361 10"

2 4

0:

t

ROLLER BEARING

HYATT NO W 219 OR ONE SIMILAR & EQUAL

MARK- 58/4-3 MAKE- 40 WT.- 17.0 LBS.

SCALE : 3%= 1'-0"

V

0 0 t

3t i

EE:-5:

NO

Finish ati over, SEAL RETAINER

MACHINE STEEL MARK- 58/4-6

MAKE- 40 WT. - 3. LBS.

SCALE : 3'= 1'-0"

4 Ghap,®r45' -Smooth finish

[2" f

REACTION WHEEL

CAST STEEL CLASS .B" MED.

ANNEALEDMAKE- 20

SCALE: 3

S Ri#J

13"

SHOE

MARK- 58/4-5

WT. - 380 LBS.

i-0"

--2 Holes-Dril 176 and reom to

-{6 atter assembly for rivets.

*2*" 7-6 r

CAST STEEL CLASS ®, MED. MARK-58/4-15

MAKE - 20 WT. - 32.0 LBS.

SCALE : 3=1-0

r

: 1

Y r

OIL SEAL

: 4

PERFECT OIL SEAL NO. SS-625416

OR ONE SIMILAR & EQUAL

MARK 58/4-11 MAKE 40 VVT.-1.OLBS.

SCALE: 36 1'- 0"

Tap for *" Lubricationfitting

FORGED

MAKE

r-

(Dri j li¥Dia.j

Finish all over

PI N

STEEL SAE 1045

SCALE: 6"=

k

-I*\ Drill Si for *"Goiter pin 61 otted Nut

34" 42-18 U.8.8.Threa 6 per inch r

FITTED BOLT

BOLT ST E E

MAKE -160

SCA

L

LE:

MARK- 58/4-14

WT.-2.00 LBS.

lC

4 ff

MARK- 5/4-10

VVT. - 8.3 LBS.

81« a k

NY

In r,§, CORPS OF ENGINEERS U. S. ARMY

Finish dll over

SEAL RETAINER

MACHINE STEEL.

MAKE- 40

SCALE:

MARK-584-9

WT.

6=1-0

"long (Not Detailed)

/ /2 r

1 /l li lilit'j 4 F

GUIDE ROLLER

CAST STEEL CLASS „Be MED. MARK-58/4-12

ANNEALEDMAKE-20 WT.- 19.3 LBS.

SCALE : 6"= 1 -0"

General Notes:

Except when stated otherw ise- All edges shown sharpto have radiusof.02" Alledges shown round to have rad\us of.25" All nnale parts to be Ynade to dimensions shown the necessary tolerance to bealk Ned in the fernale part.

Alt parta to have a piece Fna rk.

rri T iL

E

OIL SEAL

.86 LBS.

PERFECT OIL SEAL NO.R-2992

OR ONE SIMILAR & EQUAL

MARK- 58/4-7 MAKE- 40-Wl.-0.25 LBS.

SCALE: 6= ILOU

4 A ...f)009 rES FRFII

-pr---

ROLLER BEARING

HYATT NO. NG 308 OR ONE SIMILAR & EQUAL

MARK-58/4-13 MAK E - 40 VVT.- 2.75 LBS.

SCALE : 6%= E-0"

MISSISSIPPI RIVER

LOCK & DAM NO. SA

DAM

ROLLER GATE-EMERGENCY BULKHEAD

END REACTION & GUIDE ROLLER DETAIL

SCALE: AS SHOWN

U. S. ENGINEER OFFICE ST. PAUL. MINN. OCTOBER, 1934

SUBMITTED:

APPROVED

SENIOR ENGINEER MAR, COR#% DE; ENGINEERS

DRAWN BY: A.L.5. TRACED BY: L.E.W. CHECKED Y: A.HF

4.C 8

4-i

M-LSA-58/4-FS

j j 8 f

D i

«14 **1

H.AT

BY DATE

'11:1':11111111111111:illillttlli, \ 8 Plate

Ill;1111111111Zllt)1111Illl)21*11£

SECTION D-D

U a

L e e e e

0-e el e e e.

a

Drill for 58/6-8 -

MATERIAL IN END DIAPHRAGM -

WebP/. 24 xix 2-71

2Pla. 6"xt x 2'-/1 20 5;31 xb /'-//" 20 5"x35 x x 2'-8" 28 5 x 39 x K x 24 f r

22 6 xji x 8 x 2-14=

Wood Filler 2-0" long to prevent leakage at Pipe Seal.

Fasten with Flat Head Wood Screw

2t31

6-0--0--0-0 -0-0 e 0- e

-0 e

60*061 U --1

L

L 1J

END ELEVATION

CHARACTER

REVISIONS

3EE MC CLINTIC-MARSHALL CONT. CG !9032 SH. 5AB, CONT. C X 1903-4 SH 28AB

e e e e

FINISHED STRUCTURE AS OF AUGUST 1936

g t

A

0 101 el

-6

Ill„

I e

-e e-

T

/1\ lili lili

-L-3 AZ-kx8- x256 P 11

FE-3X Zx 2-'0

4 -4 0

2fx2x Z',xY-2"L on bottom of top bearn only

5/3-X74,r 7-6 Douglas Fitonbottom only

44 /'10 0 0 000

L\For detail of lifting device (see sheet No 56/6

-L-

1 ff-01

111 e %%

1 |l e "..

(P

_jeal--2-

\1/

2*

A// diagona/s IL 3 x 25 x A 6 Spaces @ 5-Of./6-5

SECTION A-A

(DOWNSTREAM FLANGE)

557ii /'-o' Dougiss hr bearing blocks:-i

Beam 271( 10" B.I. @ 91.0* r

3 f x 7 f ' Douglas fir sea/r'

PLAN

\1/

42'./."h'<///////////

Symmetrical about C except as shown in plan.

36'-6" c.to c. of hearings

Clip 8 5"x3'd bo/fed.

1 TG Drain Holes/;>

- ,.C-Ctsk. Holes f, Flat Head -1.*30 Wood

EMERGENCY BULKHEAD

STRUCTURAL STEEL

DOUGLAS FIR

MARK BH2

WI 11,854 LBS.

303 F.B. M.

MAKE 4

»Clip 126x31"<26" bolted l'el I

11 el (r>

Pill

(P

4 00 e

Seat

T

A

Beam 27'x 10" al. @ 9 j.0* e e

UPSTREAM ELEVATION

SECTION 8-8

L e-

4-

110]-ltv 11 el Y)

-/2 Drain Hole;

-e

..rrr'r

./15* u.ss. Machine 801+

9 9 9 99

99 9-9 9 9

Center f Grav ty 4

9 -1, m 0-

Con tinuous yroove in fimber--/ SECT\ON AT General Notes: to clear rivet heads

CENTER LINE

-9-0»

All Rivets f Dia.

All Gusset Plates 3/6thick.

-12 a

CORPS OF ENGINEERS U. S. ARMY

MISSISSIPPI RIVER

LOCK & DAM NO. SA

DAM

EMERGENCY BULKHEAD -TAINTER GATE

PLAN & ELEVATION

f

SCALE: = 1 FOOT1 INCH

U. S. ENGINEER OFFICE, ST. PAUL, MINN. OCTOBER, 1934

SUBMITTED: APPROVED: /

SENIOR ENGINEE'f MAJQF· CORPS 0*4NGINEERS l65

DRAWN BY: R.W. I TRACED BY, R.W I CHECKED 8% H. J. R.

AA -L 5 A-58/6-F S

9[_ ni

Weld ft 2" x 16" 11' to angle for Pin Mark 5816-7

VV ... 64

00000

00 0 0 00

Drill 4 Holes for

58/6-8 2"Dia. Spot face.

END ELEVATION

2 3*

-Ir26--2\

SP

SEE MC CLINTIC - MARSHALL CONT. CG-19032 SH.SAB, 588 2 & 7.

0(

0(

0(

O(

0( r

11 V 111

0 0 0

- 0 -- 0 0 ---

00 -

0 -0

6"Dia pipe sea]·Mark 58/6-5

BULKHEAD IN INSTALLED POSITION

r

2ia 4i"

SCALE: 1-1/20·1'-00

- --Il,L

0 /1111

10111 r r

OO 0

0 1 11101 » a 1 11191

UPSTREAM ELEVATION

.* 38 ---1, SHOE

CAST STEEL CLASS "Bl' HARD ANNEALED - MARK 58/6-4

MAKE 16 47.5 LBS.

SCALE: 30' 1'-00

4K

U

35'-0" F. F. Piers

A h

Round Ends t

Finish All Over.

58/6 -8A 58/6 -86 58/6-8A

58/4-88

MAKE 32

MAKE 32

t d

F, Ja f 't

1010 -

-441" 41

3n

L

4- Tapped holes, Il ttirds per inch

GUIDE

CAST STEEL CLASS "B' MEDIUM ANNEALED - MARK 58/6 2

MAKE 8 WT. 65 LBS.

. 146··SCALE: 11/2"= IIO" .: %1!!F! 9

11 th'ds per inch- US.Std.

,<2-Std.Hex.

Nuts pen Stud.

li 11 It

STUD

BOLT STEEL MARK 58/6-3

MAKE 32 WT. 0.3 LBS.

SCALE: FULL SIZE

9 U 5.5. thfds per inch

*. 9.

4 A

TURNED BOLT

BOLT STEEL

WT. 1.11 LBS. MARK

WT. 1.03 LBS. MARK

WASHER-SPRING STEEL

SCALE: 6"=1'-0"

GUIDE ROLLER

CAST STEEL CLASS B; HARD ANNEALED - MARK 58/6-6

MAKE 16 WT. 30.5

SCALE: 3:1'-O"

58/6-8A

58/6-8B uS.ard.

- 4.0.-

14"

7 70 lh" Steel Bar Welded to pipe

3' R.

SIDE SEAL

6"sfD. PIPE MARK 58/6-5

MAKE 2 WT. 340 LBS.

SCALE: 1-1/24 1'-0'

CZD

3,0

232 71' S *. ir

11"R--

Continuous wild along top & sides of plaies.

i

LIFTING PLATE

STRUCTURAL STEEL MARK 58/6-1

MAKE 8 WT. 175.1 LBS.

SCALE: 1-1/20• 1'-0

13. n' a holes for Dia Rivets j

U ;

r*

1-6 1 2 Ls 36' x 3" x 1" x16" 2

SECTION D-D

.e cEjw iN c Grease groore 4* wide

2" Drill for 1* /---co#erkey.

Finish All Over.

PIN

FORGED NICKEL STEEL aAE.2340 MARK 58/6-7

MAKE 16 3.25 LBS.

SCALE: 3"= l'-0"

E

U

U

Mill flat with 1 Dia.

Drill &tap for AN grease fitting

H.A.I

BY DATE

ZN

G)51:

IZ"

_3

5,1

Clip L-5513'>TGAS"-bolted.

100 -32100 -- -0 5- 1

CORPS OF ENGINEERS U. S. ARMY

21 bottom of top bedm only

Notch wood stals top & bottom 85 shown

PLAN OF LIFTING ASSEMBLY 7*k

Studs.Mark 5816-3 f

SCALE: 1-1/211'-0"

-Guide. Mark 5816-2

2,, - U fting Plate 58164 f

FINISHED STRUCTURE AS OF AUGUST 1936

CHARACTER

SECTION C-C

REVISIONS

MISSISSIPPI RIVER

LOCK & DAM NO. SA

DAM

TAINTER GATE BULKHEAD

PICKUP, ROLLER & SIDE SEAL

DETAILS

SCALE AS SHOWN

U. S. ENGINEER OFFICE, ST. PAUL. MINN.

SUBMITTED APPROVE

nvi" 6 * of Bu/khead

OCTOBER, 1934

SENIOR ENGINEER /

DRAWN BY: J. N.G TRA) BY, C.R.L CHECKED *1% KIL'

M-L 54-58/6-FS

HA.T

BY

a a 8

11 1111111711111111112

Ir-

UH-r-TH-----

1 1 1 1

1 *i

..I 'A

58/9-8

58/9-1 -'

DATE

58/3 -10

'It Il ...lili '

,,T- 1-;1

1 14

A\\ \\\Vol

13 1

J

58 9 -2, ASSEMBLY

SCALE: 3% 1'- 0"

58/9-7

58/9-6

\, ., - Weld heads of bolts to beam.

/ 2 Pieces of Chain,each 46 Links long.

- *"5*reight Link Chain @4 Lb. per lin.h.i Drop forged shackle /" dia.

Loose pin cotered. Inside length of Unk= 1 *" r& Proof load 10,000 1 b.

Inside width of Link= r

1&61% Welded to Beam 6 -e- Beam 12"*6BH(545

4*

-e-

L 12 'k 12*96' r* 0-3

Y

48 8

/7*1 3.

FINISHED STRUCTURE AS OF AUGUST 1936

CHARACTER

REVISIONS

SEE MC CLINTIC -MARSHALL CONT. CG.-19032 SH. 588& 2

58/9-5

I

- 58/9-4

Note:- Dotted lines indicate position of Pick-Up Device when resti ng on Stop-Log

16'- 0"

PICK-UP DEVICE

MARK-58/9-10 MAKE-1

STRUCTURAL STEEL WT.-822 LBS.

TOTAL WT INCLUDING CHAINS, SHACKLES,

PINS AND HOOKS. WI- 998 LBS.

SCALE I=ILO"

ISDia Rearn

HOOK

FORGED STEEL MARK

MAKE-4 W T. - 20

SCALE: 3=1 '-0"

58/9-5

LB.

'fR

AR W

A. 100

48" r

5 0 a%' for 5819-6 3Ttor 5819-11

Ortil

9,5paces @ 2LO.=/8'- 0" r

12 -1

3"

4a

Finisj· allover

PIN

STRUCT STEEL

MARK 58/9-11 MAKE 2

MARK 58/9-6 MAKE 4

WASHER STRUCT STEEL

COTTER PIN COLD RO

-*»Stif.f 15 -3*xjx*' 4*

3'

8'-0"

_L_

Round Corners

4R

C,I

--4

--Beam 12£ x 12" 5 65 0* 58/9 -2

MM/

- -for 589 -6 I- for 5819-If v for 589-6

- for 58/ 9 -11

WT. 26 LBS.

WT. 2 4 LBS.

WT .48 LBS.

LLED STEEL

589-11«

,- 58/9 -5 -

All rivets * r

MARK

MARK

MARK

MARK

58/9 -4

LOouglas

U

DOWNSTREAM STOP LOG

MAKE - 14,

-58/9-1 TIMBER 588 FBM

-58/9-2 BEAM STRUCTURAL

-58/9-3 BOLTS

-58/9-8 BOLT S

TOTAL WT. INCLUDING LIFTING LUGS-4401 LBS.

SCALE: 1='LoIl

8,< *Dia. Bolts 34'long a,/. Std. Sq. Head & Hex. Nut 1 MARKS*-7 Make 4. Wt. 0.4*

12*

LIFTING LUG

ly

LR

CAST STEEL CLASS*,HARD-\NT. 82 LB.

ANNEALED

MARK-58/9-4 --MAKE 56

SCALE: 3% 4- 0"

Note:

Pattern of Lifting Lug 5819-4 is to be furnished bgthecontractor tothe U.S.

See Para9raph 9-13 of specifications

/8"

9" h

5* ST'D. PIPE

MARK-58/9-9

Dia.

1I

Symmetrical about 4

LIJ I

4-0-4-

15'-00 Center to Center of Stop Log Pickup Device

Fir Seal

Doug/as Fir Seal

WI- 1628 LBS.

WT.-2389 LBS.

WT.- 44 LBS.

WI- 12 LBS.

lixf Steel Bar welded to pi pe

SIDE SEAL

General Notes>

Al l Timber surfaced.

WT. 276 LB.

MAKE-2

Z r-f

35'- 6 Face to Face of Piers

3619"End to End

Note:-

Bolts for Lifting Lug f Dia. Bolts 20"jong Stbl. Sq. Head and Hex. Nut

Mar*58/9-8Make 224 Wt 078*

Pier

L

3., ORPS OF ENGINEERS U. S: ARMY

Notch Timber Seal to fit Beam as shown

See enlarged detail.

f Dia. Bolts ES long 58/9-3 Sq. Heads & Sq Nuts.Make 266

Dia.

6 Pipe-58/9-9

2 Cut Washers for

, each bo)t

-4 Wt. each including washers 2.50 Lbs.

-58/9 -8

0-Downstream Stop Lo 58/9-1

0 -4

L_

INSTALLED POSITION OF STOP LOG

Ceneral Note -

Except when stated otherwise- All edges.shownsharpto have radius of .02 AH edgesshown round tohave radius of.25 All male parts to be made todimensions shown, the necessary tolerance tobe allowed in the female part.

Each part to have a piece mark.

k k

U

MISSISSIPPI RIVER

LOCK & DAM NO. SA

DAM

TAINTER GATES

STOP LOGS AND PICK-UP DEVICE

SCALE AS SHOWN

U. a ENGINEER OFFICE ST. PAUL, MINN.

SUBMITTED: · APPROV

SENIOR EN'NN¢ER -T-

DRAWN BY: K.K.W.

OCTOBER,1934

TRACED BY: L.E.w,, aa. cHECHED BY,R8 /691 D

AA-1.SA-58/9-FS

2019 2020 2021 2022 2023 2024

20,000

40,000

60,000

80,000

100,000

120,000

140,000

160,000

180,000

200,000

J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J

FL

O

W I

N C

FS

2014 2015 2016 2017 2018 2019

20,000

40,000

60,000

80,000

100,000

120,000

140,000

160,000

180,000

200,000

J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J

FL

O

W I

N C

FS

LOCK AND DAM NO. 5A ROUTINE GATE

MAINTENANCE

MISSISSIPPI RIVER

DAILY FLOW HYDROGRAPHS

JANUARY 01 - DECEMBER 31

2014- 2023

SHEET NUMBER: 1 of 9

LOCK AND DAM 5A

HYDROLOGIC INFORMATION

2019 2020 2021 2022 2023 2024

20,000

40,000

60,000

80,000

100,000

120,000

140,000

160,000

180,000

200,000

220,000

J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J

FL

O

W

C

FS

2014 2015 2016 2017 2018 2019

20,000

40,000

60,000

80,000

100,000

120,000

140,000

160,000

180,000

200,000

220,000

J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J

FL

O

W

C

FS

Notes:

1. The daily flow hydrographs are based on data collected by the U.S. Army Corps of Engineers at Lock and Dam 5A.

There are 65 years of record (1959-2023). The highest recorded flow occurred on April 18, 1965 (266,000 cfs).

2. These daily flow hydrographs are based on the best information available. These daily flow hydrographs represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.

LOCK AND DAM NO. 5A ROUTINE GATE

MAINTENANCE

MISSISSIPPI RIVER

FLOW DURATION CURVES

JANUARY - JUNE

1959 - 2023

SHEET NUMBER: 2 of 9

LOCK AND DAM 5A

HYDROLOGIC INFORMATION

20,000 40,000 60,000 80,000

100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000

0 10 20 30 40 50 60 70 80 90 100

FL

O

W

IN

C

FS

PERCENTAGE OF TIME EQUALLED OR EXCEEDED

MARCH

20,000 40,000 60,000 80,000

100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000

0 10 20 30 40 50 60 70 80 90 100

FL

O

W

IN

C

FS

PERCENTAGE OF TIME EQUALLED OR EXCEEDED

JUNE

20,000 40,000 60,000 80,000

100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000

0 10 20 30 40 50 60 70 80 90 100

FL

O

W

IN

C

FS

PERCENTAGE OF TIME EQUALLED OR EXCEEDED

JANUARY

20,000 40,000 60,000 80,000

100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000

0 10 20 30 40 50 60 70 80 90 100

FL

O

W

IN

C

FS

PERCENTAGE OF TIME EQUALLED OR EXCEEDED

APRIL

20,000 40,000 60,000 80,000

100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000

0 10 20 30 40 50 60 70 80 90 100

FL

O

W

IN

C

FS

PERCENTAGE OF TIME EQUALLED OR EXCEEDED

FEBRUARY

20,000 40,000 60,000 80,000

100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000

0 10 20 30 40 50 60 70 80 90 100

FL

O

W

IN

C

FS

PERCENTAGE OF TIME EQUALLED OR EXCEEDED

MAY

Notes:

1. The monthly flow duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5A daily flow data for the period January 1959 through November 2023. The 1965 event (266,000 cfs peak) is the flood of record.

2. These flow duration curves are based on the best information available. These flow duration curves represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office

MISSISSIPPI RIVER

FLOW DURATION CURVES

JULY - DECEMBER

1959 - 2023

SHEET NUMBER: 3 of 9

LOCK AND DAM 5A

HYDROLOGIC INFORMATION

20,000 40,000 60,000 80,000

100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000

0 10 20 30 40 50 60 70 80 90 100

FL

O

W

IN

C

FS

PERCENTAGE OF TIME EQUALLED OR EXCEEDED

SEPTEMBER

20,000 40,000 60,000 80,000

100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000

0 10 20 30 40 50 60 70 80 90 100

FL

O

W

IN

C

FS

PERCENTAGE OF TIME EQUALLED OR EXCEEDED

DECEMBER

20,000 40,000 60,000 80,000

100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000

0 10 20 30 40 50 60 70 80 90 100

FL

O

W

IN

C

FS

PERCENTAGE OF TIME EQUALLED OR EXCEEDED

JULY

20,000 40,000 60,000 80,000

100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000

0 10 20 30 40 50 60 70 80 90 100

FL

O

W

IN

C

FS

PE…